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Home My WebLink About03-21-24 HPC SlideshowHistoric Preservation Commission March 21, 2024 Certificate of Appropriateness HPC24-0006: 435 Rundell Street Longfellow Historic District Longfellow Historic District 435 Rundell Street 435 Rundell Street 738 Rundell Street 435 Rundell Street 435 Rundell Street 435 Rundell Street 435 Rundell Street – Existing Rear Porch Guidelines 4.3 Doors: •Retaining and repairing historic garage doors where practical •Installing new garage doors that resemble the styles of historic ones 4.13 Windows: Relocation and Closing Window Openings •If an opening is to be relocated, it should not detract from overall fenestration pattern. Secretary of the Interior’s Standards for Rehabilitation 10.0 2. The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. 9. New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. 435 Rundell Street - Plan 435 Rundell Street – Rear View 435 Rundell Street - Plan Guidelines Section 5.1 Expansion of the Building Footprint recommends: •Distinguishing between the historic structure and the new addition. This may be accomplished easily by offsetting the walls of the addition from the walls of the original structure. •Matching key horizontal “lines” on the existing building, such as water table, eave height, window head height and band boards, in order to provide continuity between the addition and the historic structure. •Using a palette of materials that is similar to that used on the historic structure. •Placing building additions at the rear of a property, if possible. •Constructing additions that are consistent with the massing and roofline of the historic building. This requires that the wall areas and corners, as well as the roof pitches and spans are all consistent with the existing building and have a proportion that is similar to that of the existing building. •Constructing the roof overhang, soffits and eaves of the addition so that they match the roof overhang, soffits and eaves of the existing building. When the eaves of an addition intersect the eaves of the existing building, care should be taken to assure that the two eaves align properly. The trim details of a new eave should match the eave details of the existing building. •Applying siding to a new addition that appears similar in size, shape, texture, and material to the existing siding on the historic building. Guidelines Section 4.3 Doors recommends: •Adding new door openings that are trimmed to match other doors and windows in the building. Section 4.7 Mass and Rooflines recommends: •Preserving the original roof pitches and spans. •Preserving the original walls and vertical corners that define the massing of a historic building. Section 4.13 Windows recommends: •Adding windows that match the type, size, sash width, trim, use of divided lights, and overall appearance of the historic windows. •Adding new windows in a location that is consistent with the window pattern of the historic building or buildings of similar architectural style. Recommended Motion Move to approve a Certificate of Appropriateness for the project at 435 Rundell Street as presented in the application with the following conditions: §Window and door product is approved by staff. HPC24-0013: 410-412 North Clinton Street Local Historic Landmark Local Historic Landmark 410-412 N Clinton Street, Cochrane-Sharpless-Dennis House 410-412 N Clinton Street, Cochrane-Sharpless-Dennis House 410-412 N Clinton Street, Cochrane-Sharpless-Dennis House 410-412 North Clinton Street 410-412 N Clinton Street, Cochrane-Sharpless-Dennis House Ca. 1865Before 18991969 410-412 N Clinton Street, Cochrane-Sharpless-Dennis House Ca. 1865 1969 412 North Clinton Street 410 North Clinton Street 410-412 North Clinton Street- Masonry This is an inappropriate pointing with mortar extending beyond the joint. Remove past work like this and ensure new work does not extend over the face of the brick. This is an inappropriate mortar application, covering brick and stone and leaving small areas of missing mortar. Remove past work, repoint, and ensure new work does not extend over the face of brick or stone. This photo shows an area of the foundation that needs pointing. While the joints in a stone foundation such as this will likely be deep to avoid large areas of mortar covering the stone, the mortar is missing in many of these joints. This photo of the south side shows some areas where some inappropriate mortar or caulk has been installed at the vertical joint between brick. This material should be removed and replaced with appropriate mortar. Variations in the color of the brick itself appears to be a part of this building. 410-412 North Clinton Street- Exterior Wood The photo shows that the fascia and crown on the corner have been covered in metal that should be removed. The soffit on the right side has been covered. The covering should be removed, and the soffit replaced as needed, retaining the proper relationship with the bracket. The lower crown molding on the right has been deteriorated or broken and should be repaired. The top of the corner column is deteriorated and should be repaired. A portion of the interior scroll bracket is also missing and should be repaired. A newer piece of fascia at the far lower left corner of the photo is too wide (hangs lower than the existing) and the material is too thick, so it doesn’t align. New materials should be the same size as historic materials. All butt joints between materials should be caulked and smoothed so they are not visible. 410-412 North Clinton Street- Exterior Wood This photo shows some recent work. The mitered corner at the new soffit is nice. The joint should be finished and smoothed so it is not visible when painted. The lower crown molding should cover the joint between frieze board and soffit. The soffit should not butt up against the crown molding (difficult to see if it is correct here) Any new fascia will cover the outside edge of this soffit material. If the white board that is visible between the soffit and roof edge is the historic fascia board, the outside edge of the soffit should be covered by it. The installation should not create a new condition and any new fascia should be the same size of the existing fascia (it should not be necessary to install wider fascia. New upper crown molding will be installed. Several parts of brackets are missing on these columns. All exterior trim should be constructed of Douglas Fir, Cedar, or Cypress. The internal gutters should be addressed. The nature of the deterioration of the porch soffit, crown, and fascia would indicate leaking or failure of the internal gutters. 410-412 North Clinton Street- Exterior Wood 410-412 North Clinton Street- Exterior Wood This photo and the one below show the only two remaining historic column bases or pedestals. These pedestals should be repaired to match. It is recommended to remove the non-historic column pedestals on the other columns and replace them to match these. Much of the existing porch floor appears to be in good or repairable conditions. Some of the floor such as this end could be replaced if necessary. The new floor should follow the guidelines. This porch steps out on each side of the door and that should be retained (see area toward rear of photo). 410-412 North Clinton Street- Windows The sill on this window is deteriorated. It is highly recommended that wood sills are repaired with wood hardeners and wood epoxy as needed. Any sills that require replacement should be indicated for approval. It is highly recommended to use salvaged or reclaimed old growth wood that matches the species of the historic sills for longevity of the material. All new sills must match the dimensions of the historic sills. Due to the nature of the first-floor front windows, it is highly recommended that the historic storm windows are repaired, rather than replacement with new storm windows. 410-412 North Clinton Street- Windows This photo shows a typical basement window. This window is in a repairable condition. It needs to be reglazed and painted. A storm window should be installed. The grading at the sill should be revised to keep water and soil out of the window. Alternatively, a low brick or limestone window well could help with any grading issues. The plant material should be permanently removed from this opening. This opening needs repainting and repair like the others, including making sure it is not in contact with the soil. It is recommended that the upper half is a painted panel (black) allowing the vents through. This photo shows some basement venting. The framed screen should be removed. The opening on the left should be covered with a louvered vent fit to the size of the opening. The vent on the right should be enclosed with a cover that approximately matches the louvered vent, fits the opening in the brick yet allows the PVC vent pipe through. 410-412 North Clinton Street- Others The historic door, transom, sidelights, trim, and storm door are all in a good condition. It is recommended to repair them as needed. Installing storm windows for the transom and sidelights is recommended if needed to prevent air infiltration. This buiding has internal gutters. This photo shows damage of the soffit that has been replaced before, and damage to the crown molding at the fascia. The internal gutters should be repaired. It may be possible to repair it with EPDM as mentioned in the guidelines but once the gutter has been repaired so that the gutter is filled with EPDM, it will be necessary to have the metal pans repaired or remade. Staff would recommend that more extensive repair is made at this time so that the gutters are working properly. Ensure the downspout fits properly to avoid this type of corner damage, too. Project Schedule Now through July 2025: •Exterior Wood •Windows •Other work (roof, gutters, etc.) May 1, 2024 – May 30, 2025: •Masonry work All work estimated to be complete before July 31, 2025 Recommended Motion Move to approve a Certificate of Appropriateness for the project at 410-412 North Clinton Street as presented in the application with the following conditions: §The masonry proposal is reviewed and approved by staff §Any replacement brick match is reviewed on site by staff. City Park Pool Planning CITY PARK POOL Project Update 2023-2025 Juli Seydell Johnson Director of Parks & Recreation Historic Preservation Commission March 21, 2024 PROJECT STEPS 1.Choose Project Consultant Team- Done! 2.Assess Current Condition of Pool – Done! 3.Council Presentation & Decision to Repair or Replace – Done! 4.Public Input – Phase 1 – Done! 5.Public Survey – Concept Designs – Done! 6.Public Open House – Done! 7.Concept Design Chosen by City Council – Likely May 2024 8.Construction January – December 2025 42 GOALS OF PROJECT 1. Provide community recreation experiences for a wide range of users. 2. Provide increased independent accessibility to all water experiences. 3. Provide shade in several areas of the deck and some in the water areas. 4.Provide design and operating efficiencies that support the City of Iowa City climate action goals. 5. Maximize efficiency of lifeguards. 6. Promote the vision “Every child learns how to swim.” 7.Welcome users of all backgrounds with specific attention to facility entry patterns, shower/changing and restroom design. 8. Evaluate the potential merging of the outdoor park restrooms and year-round recreation programming space into the swimming pool facility. 9. Limit the construction area generally within the fence line/site plan of the current pool. PROJECT PROMOTION & UPDATES Icgov.org/jumpin PUBLIC INPUT – PHASE 1 Phase 1 - Idea Generation Open House •35 People - Oct 27 – 2-4 p.m. •460 People - Oct 27 – 5:30-7:30 p.m. •327 People – Online Form Phase 1 – Focus Groups •327 Registrations Received •227 People Selected to Participate •14 Focus Groups •137 People Attended a Focus Group •44 People Complete On-line Version PHASE 1 PUBLIC INPUT - PREFERENCE SUMMARY •Children’s Play Area •Maintain Park Setting – Wide open, traditional, and trees. •Multi-use. Multi-generational. •Separate Activity Areas •Zero Depth Entry – Increased Independent Accessibility •Shade •50 M Lap Lanes •25 M Lap Lanes •Diving Boards Bath House – Initial Draft Concept Included with all four options. Mechanical/Filters move to separate building Small classroom sized Community Room (733 sf) COMPARISON FACTORS Free Form Activity Pool – Option A Three Pools Option B “L” Shaped Pool Option C Original Option D Cost Bather Load Water Savings Separate Program Areas Accessible Zero-depth Entry Children Activity Area 25 M Lap Lanes 50 M Lap Lanes 50 M Lap Lanes Available All Day* Low + High Diving Boards Deck Space for Chairs + Sunbathing Additional Shade Minimal Tree Impact Designed Within Current Fence Line New Bathhouse + Mechanical Building *Except during youth swim lessons ITEMS AVAILABLE WITH ALL OPTIONS *Except during youth swim lessons Free Form Activity Pool Three Pools “L” Shaped Pool Original Cost Bather Load Water Savings Separate Program Areas Accessible Zero-depth Entry Children Activity Area 25 M Lap Lanes X X X ✔ Shared Open Swim 50 M Lap Lanes 50 M Lap Lanes Available All Day* Low + High Diving Boards ✔✔✔✔ Deck Space for Chairs + Sunbathing ✔✔✔✔ Additional Shade ✔✔✔✔ Minimal Tree Impact ✔✔✔✔ Designed Within Current Fence Line ✔✔✔✔ New Bathhouse + Mechanical Building ✔✔✔✔ OPTION A – FREE FORM ACTIVITY POOL Free Form Activity Pool – Option A Cost $18.39 M Bather Load 975 Water Savings 34% Less 495,600 gallons Separate Program Areas ✔ Accessible Zero-depth Entry ✔ Children Activity Area ✔ 25 M Lap Lanes X 50 M Lap Lanes 6 Lanes 50 M Lap Lanes Available All Day*✔ 2-3 Lanes All Day* Low + High Diving Boards ✔ Deck Space for Chairs + Sunbathing ✔ Additional Shade ✔ Minimal Tree Impact ✔ Designed Within Current Fence Line ✔ New Bathhouse + Mechanical Building ✔ *Except during youth swim lessons OPTION B – THREE POOL Three Pools Option B Cost $17.94 M Bather Load 881 Water Savings 39% Less 458,555 gallons Separate Program Areas ✔ Accessible Zero-depth Entry ✔ Children Activity Area ✔ 25 M Lap Lanes X 50 M Lap Lanes 6 Lanes 50 M Lap Lanes Available All Day*✔ 2-3 Lanes All Day* Low + High Diving Boards ✔ Deck Space for Chairs + Sunbathing ✔ Additional Shade ✔ Minimal Tree Impact ✔ Designed Within Current Fence Line ✔ New Bathhouse + Mechanical Building ✔ *Except during youth swim lessons OPTION C – “L” SHAPED POOL “L” Shaped Pool Option C Cost $17.25 M Bather Load 825 Water Savings 41% Less 443,700 gallons Separate Program Areas ✔ Accessible Zero-depth Entry ✔ Children Activity Area ✔ 25 M Lap Lanes X 50 M Lap Lanes 6 Lanes Lap Lanes Available All Day*✔ 2-3 Lanes All Day* Low + High Diving Boards ✔ Deck Space for Chairs + Sunbathing ✔ Additional Shade ✔ Minimal Tree Impact ✔ Designed Within Current Fence Line ✔ New Bathhouse + Mechanical Building ✔ *Except during youth swim lessons OPTION D - ORIGINAL Original Option D Cost $19.56 M Bather Load 1,082 Water Savings 751,572 gallons No water savings. Separate Program Areas X Accessible Zero-depth Entry X Children Activity Area X 25 M Lap Lanes X Shared Open Swim 50 M Lap Lanes 8-9 Lanes (3-4.5 hours per day) 50 M Lap Lanes Available All Day*X Low + High Diving Boards ✔ Deck Space for Chairs + Sunbathing ✔ Additional Shade ✔ Minimal Tree Impact ✔ Designed Within Current Fence Line ✔ New Bathhouse + Mechanical Building ✔ *Except during youth swim lessons COMPARISON OF OPTIONS Free Form Activity Pool – Option A Three Pools Option B “L” Shaped Pool Option C Original Option D Cost $18.39 M $17.94 M $17.25 M $19.56 M Bather Load 975 881 825 1,082 Water Savings 34% Less 495,600 gallons 39% Less 458,555 gallons 41% Less 443,700 gallons 751,572 gallons No water savings. Separate Program Areas ✔✔✔X Accessible Zero-depth Entry ✔✔✔X Children Activity Area ✔✔✔X 25 M Lap Lanes X X X X Shared Open Swim 50 M Lap Lanes 6 Lanes (All 6 for 3-4.5 hrs/day) 6 Lanes (All 6 for 3-4.5 hrs/day) 6 Lanes (All 6 for 3-4.5 hrs/day) 8-9 Lanes (3-4.5 Hours per Day) 50 M Lap Lanes Available All Day*✔ 2-3 Lanes All Day*✔ 2-3 Lanes All Day*✔ 2-3 Lanes All Day*X Low + High Diving Boards ✔✔✔✔ Deck Space for Chairs + Sunbathing ✔✔✔✔ Additional Shade ✔✔✔✔ Minimal Tree Impact ✔✔✔✔ Designed Within Current Fence Line ✔✔✔✔ New Bathhouse + Mechanical Building ✔✔✔✔ *Except during youth swim lessons NEXT STEPS •Selected concept design will be further refined before bidding to incorporate any additional direction from the City Council. •Design Elements •Budget Considerations •Unknown Site Conditions •Phase 2 Feedback will inform staff recommendation and City Council selection of a preferred concept. •Staff anticipates a joint Parks & Recreation Commission and City Council work session to review Phase 2 Feedback prior to selection. (Late spring) •Public Survey – Open & Random Samples – Available in 5 Languages •449 Received for Random Sample – Demographics look good •1132 Received for Open Sample •~40 Attended Public Open House – Thursday, February 29 QUESTIONS Juli Seydell Johnson Parks & Recreation Director JuJohnson@Iowa-City.org 319-356-5104 Report on Certificates Issued by Staff and Chair Certificate of No Material Effect Chair and Staff review HPC24-0010: 1031 East College Street East College Street Historic District Roof Shingle Replacement HPC24-0013: 504 East Bloomington Street Local Historic Landmark Roof Shingle Replacement Minor Review Chair and Staff review HPC24-0004: 812 Church Street Goosetown/Horace Mann Conservation District Replacement of Vinyl Windows with Metal-Clad Wood Windows HPC24-0008: 827 Dearborn Street Dearborn Street Conservation District New Front Steps HPC24-0009: 921 Dearborn Street Dearborn Street Conservation District New Front Steps and Stoop Intermediate Review Chair and Staff review HPC24-0003: 1530 Sheridan Avenue Dearborn Street Conservation District New Rear Deck Consideration of Minutes for February 8, 2024 Commission Discussion Final Annual Report Commission Information Historic Preservation Commission Next meeting: April 11, 2024 location: Emma J. Harvat Hall